Odisha

Active

Works

Civil Works - Buildings

Construction of 1 No.D Type Quarter for AEE at R.W.Sub-Division, Sorada for the year 2025-26-Building

Chief Engineer

Ganjam, Odisha

Amount: ₹41.2 LCloses: 13 Oct 20265d left

Timeline

Published29 Sept 2026
Closes13 Oct 2026
Bid Opening14 Oct 2026

Tender Value

₹41.2 L

EMD Value

₹41,200

Closing Date

13 Oct 2026, 5:00 pm5d left

Tender Inviting Organisation

Name

Executive Engineer

Address

RURAL WORKS DIVISION, BHANJANAGAR

Work Description

Construction of 1 No.D Type Quarter for AEE at R.W.Sub-Division, Sorada for the year 2025-26-Building

Tender Information

Tender ID

2026_CERWI_141697_1

Reference Number

Online Tender/09/RWDBNJ/2026-2027

Tender Type

National Competitive Bid

Product Category

Civil Works - Buildings

Form of Contract

Percentage

Period of Work

180 days

Location

Ganjam

Source Website

Subscribe to view

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical/Finance

RequiredGSTIN, PAN CARD , CRC , AFFIDAVIT, BOQ and other documents as per DTCN (.pdf)

RequiredBoq (.xls)

Fee & Financial Details

Tender Fee Amount

₹6,000

EMD Fee Amount

₹41,200

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

29 Sept 2026

Published

29 Sept 2026

Bid Opening

14 Oct 2026

Download Starts

29 Sept 2026

Download Ends

13 Oct 2026

Submission Starts

29 Sept 2026

Clarification Period

29 Sept 2026 - 12 Oct 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (26 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Earth work in ordinary soil within 50m. Initial lead and 1.5m. Initial lift including rough dressing and breaking clods to maximum 5cm.to 7cm. and laying in layers not exceeding 0.3 m. in depth asper direction of the Engineer-in-charge.	549.18	cum	210.52	₹1,15,613.37
2	Filling Foundation and plinth with sand and well watered and rammed etc complete	73.93	cum	521.37	₹38,544.88
3	C.C. (1:3:6) using 40 mm size H.G. metal ( H.B. ) of approved quality with all cost, carriage, T&P, royalty etc of all materials complete.	61.82	cum	5,888.28	₹3,64,013.47
4	C.C. (1:4:8) using 40 mm size H.G. metal ( H.B. ) of approved quality with all cost, carriage, T&P, royalty etc of all materials complete.	15.45	cum	5,477.78	₹84,631.7
5	Fly ash brick masonry using fly ash bricks of size 23 cm. x 11 cm. x 8 cm. having crushing strength not less than 75 kg. Per Sqr. Cm. in cement mortar of mix (1:6) with cement after immersing the bricks for 6 (Six) hours in water before use in foundation including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, coveyance, loading and unloading, royalties and taxes of all materials and cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-charge.	61.64	cum	5,636.04	₹3,47,405.51
7	In Super Structure	61.08	cum	5,669.37	₹3,46,285.12
8	Providing and laying in position ready mixed M-25 grade concrete having compressive strength at 28 days test not less than 300 kg/ sq.cm for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying , including the cost of centering, shuttering finishing and excluding reinforcement including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, and hoisting, lowering, laying and compacting concrete, watering and curing and finishing the exposed surfaces smooth with cost, conveyance, royalties, taxes of all materials with all labour,Labour cess and T&P required for the work improve workability without impairing strength and durability as per direction of the Engineer - in - charge. Column Base	20.99	cum	7,033.61	₹1,47,635.47
9	Grade Beam	6.27	cum	7,908.02	₹49,583.29
10	Column	8.33	sqm	18,855.86	₹1,57,069.31
11	Chajja	11.52	sqm	1,262.29	₹14,541.58

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_2.pdf

PDF • 6.62 MB

Tendernotice_1.pdf

PDF • 0.90 MB

Work Item Documents

BOQ_610864.xls

BOQ • 0.24 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Earth work in ordinary soil within 50m. Initial lead and 1.5m. Initial lift including rough dressing and breaking clods to maximum 5cm.to 7cm. and laying in layers not exceeding 0.3 m. in depth asper direction of the Engineer-in-charge.

549.18

cum

210.52

₹1,15,613.37

Filling Foundation and plinth with sand and well watered and rammed etc complete

73.93

cum

521.37

₹38,544.88

C.C. (1:3:6) using 40 mm size H.G. metal ( H.B. ) of approved quality with all cost, carriage, T&P, royalty etc of all materials complete.

61.82

cum

5,888.28

₹3,64,013.47

C.C. (1:4:8) using 40 mm size H.G. metal ( H.B. ) of approved quality with all cost, carriage, T&P, royalty etc of all materials complete.

15.45

cum

5,477.78

₹84,631.7

Fly ash brick masonry using fly ash bricks of size 23 cm. x 11 cm. x 8 cm. having crushing strength not less than 75 kg. Per Sqr. Cm. in cement mortar of mix (1:6) with cement after immersing the bricks for 6 (Six) hours in water before use in foundation including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, coveyance, loading and unloading, royalties and taxes of all materials and cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-charge.

61.64

cum

5,636.04

₹3,47,405.51

In Super Structure

61.08

cum

5,669.37

₹3,46,285.12

Providing and laying in position ready mixed M-25 grade concrete having compressive strength at 28 days test not less than 300 kg/ sq.cm for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying , including the cost of centering, shuttering finishing and excluding reinforcement including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, and hoisting, lowering, laying and compacting concrete, watering and curing and finishing the exposed surfaces smooth with cost, conveyance, royalties, taxes of all materials with all labour,Labour cess and T&P required for the work improve workability without impairing strength and durability as per direction of the Engineer - in - charge. Column Base

20.99

cum

7,033.61

₹1,47,635.47

Grade Beam

6.27

cum

7,908.02

₹49,583.29

Column

8.33

sqm

18,855.86

₹1,57,069.31

Chajja

11.52

sqm

1,262.29

₹14,541.58